Fundamental theory of computer program EPASS for applying elasto-plastic and finite displacement analysis to spatial framed steel bridges
スポンサーリンク
概要
著者
-
Kitada Toshiyuki
Department of Civil Engineering, Osaka City University
-
NAKAI Hiroshi
Department of Pediatrics, Hachinohe National Hospital
-
Tanaka Katsuhiro
Japan Information Processing Service Co. Ltd.
-
"Kitada Toshiyuki
"Department of Civil Engineering, Osaka City University
-
Tanaka Katsuhiro"
Japan Information Processing Service Co., Ltd."
-
Kitada Toshiyuki
Department Of Civil Engineering Osaka City University
-
Nakai Hiroshi
Department Of Pediatric Surgery Osaka Medical Center For Maternal And Child Health
-
Nakai Hiroshi
Department Of Biochemistry And Molecular Biology Georgetown University Medical Center
-
Nakai Hiroshi
Department of Civil Engineering, Osaka City University
関連論文
- Three novel mutations responsible for Cockayne syndrome group A
- Deformation capacity of large diameter high strength bolts with waisted shank subjected to axial tensile force
- Successful Laparoscopic Cholecystectomy in a Child with Upper Transverse Scarring : Report of a Case
- Systemic Arterial Supply to Normal Basilar Segments of the Left Lower Lobe: Role of Continuous Thin Sliced CT
- P-62 Fibroadenoma of the Breasts and Ovarium in a 16yo Girl with EMG Syndrome
- Fundamental theory of computer program EPASS for applying elasto-plastic and finite displacement analysis to spatial framed steel bridges
- Basic Theory and numerical example for elasto-plastic and finite displacement analysis of stiffened plates with opening subjected to compression
- Optimum spacing of high strength bolts for connecting additional flange plates to original longitudinal stiffeners for seismic retrofitting of existing steel bridge piers
- A seismic retrofitting method and trial design for stiffened plates in existing steel bridge piers
- Hybrid test for simulating seismic behavior of steel and composite bridge piers
- Development of a program for analyzing visco-elastic behavior of cable supported steel bridges
- Retrofitting methods placing short ductile panel in bridge pier columns
- A consideration for future steel bridge structures and constructions in Japan
- Mechanical behavior of high strength bolted tensile joints for steel box members subjected to tension and bending
- BACTERIOPHAGE MU TRANSPOSITION : MECHANISMS FOR INITIATING DNA REPLICATION ON A RECOMBINATION INTERMEDIATE